本文对砂浆中埋置钢筋的试件进行了快速锈蚀试验研究。
An accelerated corrosion test was carried out on steel reinforcing bars in mortar.
根据对砂浆中埋置钢筋的试件进行室内快速锈蚀试验研究的结果，环境温度对钢筋锈蚀率有重要的影响。
The rust experiment on steel bars embedded in mortar shows the environmental temperature has great influence on the rust corrosion rate of steel bars.
根据试验结果与分析结果的统计分析，提出锈蚀钢筋的应力与应变关系。
The relationship of stress and strain of corroded steel bar based on the results of testing and analysis is presented.
介绍了铁壳电池生锈的成因和机理，模拟生产和贮存环境进行了锈蚀和防锈试验；
The conditions and mechanism of getting rusty about iron can of battery are introduced. By stimulating the production and storage environment, the rust and antirust experiments were carried out.
经过无数次反复的试验后发现，底筒受潮锈蚀与铝合金材料夹杂物及铸造工艺控制有直接关系。
A great number of tests show that the lower cylinder corrosion is directly related to the aluminum alloy inclusion and the foundry technology used.
本文采用对锈蚀后试件表面进行“镀铬色自动喷漆”的处理在试验过程中可以使裂纹更加清晰的观察记录；
The treatment technology of "chrome-automatic painting" on the surface of the corroded specimens will make crack more clear to be observed and recorded in the test.
对大掺量矿物细粉活性粉末混凝土收缩、钢纤维锈蚀、抗碳化性能、抗氯离子渗透等性能进行了试验研究，并通过孔结构和扫描电镜实验对其微结构进行分析。
In this paper, Shrinkage, steel fiber corrosion, carbonation resistance and chloride-permeation resistance of high volume fine mineral mixture of RPC has been investigated by the experiment.
试验结果表明，随着在混凝土中掺入橡胶集料量的增加明显使混凝土中钢筋的锈蚀情况减轻。
The experimental results show that, with the content of rubber in concrete increased, the corrosion of reinforced concrete is significantly alleviated.
应用机敏混凝土进行钢筋锈蚀的防护研究：1、试验研究了SFRC的导电能力。
The prevention of the corrosion of reinforced bar by using the smart concrete pn junctions. 1) The conductivity of SFRC is tested in experiments.
根据钢筋混凝土梁内锈蚀钢筋的试验结果，提出了锈蚀钢筋的疲劳曲线，为合理确定服役老化的混凝土桥梁的疲劳寿命提供必要的依据。
According to the results of the tests on corrosion reinforcement in the reinforced concrete beams, this paper puts forward fatigue curve of corrosion reinforcement.
通过对三块钢筋锈蚀槽板的荷载试验结果的分析，探讨了钢筋锈蚀和混凝土保护层脱落后的槽板承载力及破坏形态。
By analysis on testing for three trough-form slabs with corroded steel bar, bearing capacity and destroying status of trough-form slabs were approached.
本文在试验研究基础上，运用根据极限平衡理论，建立了锈蚀钢筋混凝土简支梁斜截面承载力计算模型。
Based on this research and using the ultimate equilibrium theory, the calculation model of shear bearing capacity of corroded simply supported reinforced concrete beam is established.
通过对比试验研究了石屑混凝土的钢筋锈蚀性能，并对所用的两种测试方法进行了比较。
The paper studies on the reinforcement rust performance of stone chip concrete by contrast test.
根据试验数据，拟合出了钢筋锈蚀率对钢筋混凝土梁中钢筋与混凝土协同工作系数的影响公式。还给出了锈蚀钢筋混凝土梁抗弯强度的表达式及其简化式。
Depending on the test data, the coordination coefficient of concrete and steel bars was obtained, so were the formula of bending strength of corroded RC beams and its simplified one.
在3V外加电压的作用下，进行混凝土中氯离子导致的钢筋锈蚀的加速试验，通过线性极化法研究钢筋的锈蚀过程。
The chloride ion induced steel corrosion was investigated through accelerated test under applied 3v voltage. The mentioned corrosion process was studied through Linear Polarization Method.
完成了粘贴碳纤维布加固锈蚀钢筋混凝土梁的疲劳试验。
Tests, including two corroded reinforced concrete(RC) beams strengthened with carbon fiber composite sheets and one corroded RC beams, were carried out under fatigue loadings.
本文以自然大气环境下锈蚀钢结构为研究对象，试验材料均截取自实际工程中锈蚀的型钢。
This paper will study the corroded steel structure in natural atmospheric conditions and test materials are from the practical engineering.
本文以自然大气环境下锈蚀钢结构为研究对象，试验材料均截取自实际工程中锈蚀的型钢。
This paper will study the corroded steel structure in natural atmospheric conditions and test materials are from the practical engineering.
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